Visvesvaraya Jala Nigam Limited Tender

8.55 - Providing and fixing RCC name board of size 1.35x0.60x0.04m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown indrawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges.Speccomplete as directed by the Engineer In Charge. No. As directed by Engineer in Sl.no-8.55 ,pg.no-79, Vol-03, SR for roads and bridges

8.2.2 - Cutting and removing jauliflora bushes above 1.50 m upto 3.00 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete complete as directed by the Engineer In Charge.(SR Item No.8.2.2, Page 101 of WRD Specific items as part of Vol-IV of uniform Common SR 2023-24 Common SOR

1.15.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting,complete as directed by the Engineer In Charge.Vol-1 for 2023-24 Common SOR)

1.12 - Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wingwalls/returns/cutoff walls works & all necessary works as directed and complete as per specification.complete as directed by the Engineer In Charge.).(SR Item No.1.12, Page 130 of WRD Specific items as part of Vol-IV of uniform Common SR 2023-24)

3.8 - Providing casing embankment using semi-pervious / pervious soil collected in embankment area in heaps as part of disposal of excavated soil from canal in layer of 250 to 300 mm (before compaction) including cost of all materials,machinery, labour,all other operations such as spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated by power roller and all other ancillary operations complete complete as directed by the Engineer In Charge.(SR Item No.3.8 Page 48 of WRD Specific items as part of Vol-IV of uniform Common SR 2023-24Common SOR)

3.41.2 - Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete.complete as directed by the Engineer In Charge. (SR Item No.3.41,2 Page 54 of WRD Specific items as part of Vol-IV of uniform Common SR 2023-24Common SOR)

1.14.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m.complete as directed by the Engineer In Charge.(SR Item No.1.14.1, page 8 of Common SR for Earthwork & Concrete Works Vol-1 for 2023-24Common SOR)

3.3 - Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete.complete as directed by the Engineer In Charge. (SR Item No.3.3 page 47 of Common SR Vol-1V for 2023-24)

8.10 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as directed by the Engineer In Charge.Sl.no-8.10,pg.no-66, Vol-03, SR for roads and bridges

16.36 - Clearing and grubbing land including uprooting rank vegetable grass, bushes, shrubs, saplings and trees upto 300mm girth by manual means, in areas of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials from road boundary etc. including cost of labour charges, all lead and lifts, etc. complete as directed by the Engineer In Charge. (SR Item No.16.36 page 200 of Vol-5 for 2023-24)

1.6 - Providing and constructing 450 mm thick hand packed rough stonerevetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification.(SR Item No.1.6, Page 129 of wrd Specific items of uniform Common SR 2023-24Common SOR)complete as directed by the Engineer In Charge.